Analysis of failure causes of S135 drill pipe

被引:4
|
作者
Spasova, Daniela [1 ]
Argirov, Yaroslav [1 ]
Atanasov, Nikolay [1 ]
Yankova, Radostina [1 ]
机构
[1] Tech Univ Varna, Ntska Streer 1, Varna 9010, Bulgaria
关键词
Drill pipes; S135; steel; Fatigue strength; Tensile strength; Impact toughness; FATIGUE; BEHAVIOR;
D O I
10.1016/j.matpr.2022.04.026
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The drill pipes must feature sufficient strength to prevent its longitudinal bending under the action of axial loads, centrifugal forces, and torque. In the lower zone, where the stress is compressive most frequent occurrence of fatigue cracks in drill pipes. The task of the study is to investigate the reason for the premature failure of the grade S135 steel drill pipes, used for drilling oil and natural gas, which failure before reaching the permissible load cycles at a depth of about 4500 m. For this purpose, macrostructural and microstructural analysis and mechanical tests of tensile strength, impact toughness, and fatigue strength were conducted. From the performed microstructural analysis the presence of metallurgical defects (micro and mesopores) has been established, which significantly reduces the steel quality and contribute to the crack source creation leading to premature failure of drill pipes. After the mechanical tests conducted and the subsequent microstructural analysis the presence of macro defects due to pitting corrosion has been established. The active interaction of the dispersed soil primer with the macropores creates conditions for the development of a cracks on the outer surface and is also a reason for the premature failure of drill pipes. This problem can only be solved at the production stage-to be specify the casting technological parameters of billets from which the drill pipes are produced. Copyright (c) 2022 Elsevier Ltd. All rights reserved. Selection and peer-review under responsibility of the scientific committee of the Material TECH 2022 (Second International Conference on Materials and Technologies). This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).
引用
收藏
页码:1719 / 1725
页数:7
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